Contract ID: | 120201 | Estimate Number: | 0029 | Contract No: | 810140 | |||
Residency: | ENGINEERING SERVICES & TESTING (03001) | Estimate Type: | Progressive | Account No: | 400350 | |||
Project Number(s): | STP-114B(222)AG | ||||||||||||
Primary Job Piece No: | 25648(04) | ||||||||||||
Contract Description: | GRADE, DRAIN, SURFACE, AND BRIDGE CITY STREET (WESTERN AVENUE): FROM S.W. 164TH STREET, EXTEND NORTH IN OKLAHOMA CITY. PROJECT LENGTH = 2.002 MILES. | ||||||||||||
Primary County: | CLEVELAND | ||||||||||||
Name of Road: | CITY STREET | ||||||||||||
Prime Contractor: | ALLEN CONTRACTING, INC. | ||||||||||||
1100 South Eastern | |||||||||||||
OKLAHOMA CITY , OK 73129 | |||||||||||||
Surety Company: | FIDELITY & DEPOSIT INSURANCE COMPANY OF MARYLAND | ||||||||||||
Date Let: | 06/21/2012 | NTP Effective Date: | 10/01/2012 | Pay Period: | 02/01/2014 TO 04/30/2014 |
Date Awarded: | 07/02/2012 | Date Work Began: | 10/01/2012 | Original Contract Time: | 320 |
Date Contract Executed: | 07/13/2012 | Date Time Stopped: | Current Time Charged: | 319.00 | |
Date NTP Issued: | 07/18/2012 | Completion Date: | Current Time Allowed: | 320.00 | |
General Liability Expires: | 09/01/2014 | Workman's Comp Expires: | 09/01/2014 | Percent Time Used: | 99.69 % |
Specification Year: | 2009 | Date Approved: | |||
Bid Amount: | $8,891,822.53 | Total to Date | Prev to Date | This Estimate | |||
Funds Available (Bid + Positive C/O): | $9,016,589.70 | Participating: | $8,815,613.08 | $8,812,517.78 | $3,095.30 | ||
Percent Complete: | 97.98 % | Non Participating: | $73,035.00 | $73,035.00 | $0.00 | ||
Unearned Balance: | $181,769.02 | Total Earnings: | $8,888,648.08 | $8,885,552.78 | $3,095.30 | ||
Stockpiled Materials: | $0.00 | $0.00 | $0.00 | ||||
Gross Earnings: | $8,888,648.08 | $8,885,552.78 | $3,095.30 | ||||
Other Adjustments: | $-53,827.40 | $-53,827.40 | $0.00 | ||||
Liq Dam/Disincentive: | $0.00 | $0.00 | $0.00 | ||||
TOTAL: | $8,834,820.68 | $8,831,725.38 | $3,095.30 |
Contract ID: | 120201 | Estimate Number: | 0029 | Primary JP: | 25648(04) | |||
CHANGE ORDER HISTORY | |||||
Change Order Nbr. | Change Order Description | Status | Approval Date | Contract Time Adjustment | Total Change Order Amount |
001 | Remove and Reset Fire Hydrants | Approved | 11/30/2012 | 0.0 | $5,950.00 |
002 | Lowering of 12" Waterline | Approved | 04/11/2013 | 0.0 | $28,326.10 |
003 | Removal of Brick Fence | Approved | 06/04/2013 | 0.0 | $16,945.60 |
004 | On Site Modifications | Approved | 09/09/2013 | 0.0 | $73,545.47 |
STOCKPILE PAYMENT HISTORY | |||||
Project | Line Nbr | Stockpile Description | Adjustment Type | Estimate Nbr | Adjusted Amount |
No material stockpiles have been created for this contract. | Subtotals For Stockpile Payments | $0.00 |
LIQUIDATED DAMAGES HISTORY | |||||||||
Adjustment Description | Estimate Nbr | Time Units | Rate | Adjustment Amount | |||||
No liquidated damages have been assessed on this contract. | Subtotals For Liquidated Damages | $ |
CONTRACT ADJUSTMENTS HISTORY | ||
Adjustment Description | Estimate Nbr | Adjustment Amount |
No general contract adjustments have been created on this contract. | Subtotals For Contract Adjustments | $0.00 |
LINE ITEM ADJUSTMENT HISTORY | |||||||
Project | Item Nbr | Line Item Description | Adjustment Type | Estimate Nbr | Adj Quantity | Unit Price | Adjusted Amount |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0001 | 0.09 | $0.07 | $0.01 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0002 | 8,376.71 | $0.07 | $634.28 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0003 | 4,188.40 | $0.07 | $317.15 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0004 | 8,376.80 | $0.04 | $408.12 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0005 | 200.00 | $0.04 | $9.74 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0006 | -200.00 | $0.01 | $-3.74 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 2,136.00 | $0.01 | $39.99 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0010 | 8,827.00 | $0.09 | $827.27 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0011 | 1,502.00 | $0.09 | $140.77 |
25648(04) | 0002 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 8,477.00 | $0.02 | $209.55 |
25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0006 | 11,283.30 | $0.01 | $211.22 |
25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0007 | 1,030.00 | $0.01 | $19.28 |
25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0010 | 4,877.70 | $0.09 | $457.14 |
25648(04) | 0003 | UNCLASSIFIED BORROW | Fuel Price Adjustment | 0011 | 3,250.00 | $0.09 | $304.59 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 453.47 | $-1.04 | $-473.76 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0010 | 1,910.76 | $-1.04 | $-1,996.27 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0014 | 1,484.99 | $-1.25 | $-1,863.29 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0015 | 803.00 | $-1.25 | $-1,007.56 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | -1,504.94 | $-1.25 | $1,888.32 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | -1,086.60 | $-1.25 | $1,363.41 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0020 | 5,717.28 | $-1.25 | $-7,173.76 |
25648(04) | 0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 1,923.99 | $-1.14 | $-2,212.11 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 3,354.55 | $-1.04 | $-3,504.67 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 2,560.22 | $-1.04 | $-2,674.79 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0005 | 79.00 | $-1.04 | $-82.54 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 2,658.27 | $-1.04 | $-2,777.23 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0009 | 439.72 | $-1.04 | $-459.40 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0010 | 1,949.60 | $-1.04 | $-2,036.85 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | 2,166.71 | $-1.04 | $-2,263.67 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 6,404.60 | $-1.25 | $-8,036.17 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0015 | 1,054.52 | $-1.25 | $-1,323.16 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0016 | 1,538.25 | $-1.25 | $-1,930.12 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 1,322.81 | $-1.25 | $-1,659.80 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | 4,575.42 | $-1.25 | $-5,741.01 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0019 | 817.20 | $-1.25 | $-1,025.38 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0020 | -4,633.20 | $-1.25 | $5,813.51 |
25648(04) | 0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | Asphalt Binder Adjustment | 0021 | 1,953.86 | $-1.14 | $-2,246.45 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0009 | 356.53 | $-1.19 | $-425.70 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0017 | 913.44 | $-1.43 | $-1,309.87 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0018 | 3,139.21 | $-1.43 | $-4,501.63 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0021 | 2,735.55 | $-1.31 | $-3,594.51 |
25648(04) | 0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | Asphalt Binder Adjustment | 0022 | 22.02 | $-1.31 | $-28.93 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0002 | 1,253.44 | $-1.19 | $-1,496.61 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0003 | 1,158.65 | $-1.19 | $-1,383.43 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0007 | 563.77 | $-1.19 | $-673.14 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0008 | 452.43 | $-1.19 | $-540.20 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0012 | 935.50 | $-1.19 | $-1,116.99 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0013 | -27.42 | $-1.19 | $32.74 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0014 | 144.61 | $-1.43 | $-207.37 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0017 | 557.09 | $-1.43 | $-798.88 |
25648(04) | 0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | Asphalt Binder Adjustment | 0018 | -15.13 | $-1.43 | $21.71 |
25648(04) | 0077 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0007 | 1,587.00 | $0.01 | $29.71 |
25648(04) | 0077 | UNCLASSIFIED EXCAVATION | Fuel Price Adjustment | 0012 | 529.00 | $0.02 | $13.08 | Subtotals For Line Item Adjustments | $-53,827.40 |
MILESTONE INFORMATION | |||||||||
Milestone Number | Milestone Description | Start Date | End Date | Current Time Allowed | Rate | Milestone Closed | |||
No milestones exist for this contract. |
MILESTONE ADJUSTMENTS | |||||||||
Milestone Number | Milestone Adjustment Description | Estimate Nbr | Total | ||||||
No milestones adjustments exist for this contract. | Subtotals For Milestones | $ |
Contract ID: | 120201 | Estimate Number: | 0029 | Primary JP: | 25648(04) | |||
Line Item Number | Item Description | Item Number | Units | Bid Qty | Current Quantity | Quantity Paid This Est. | Quantity Paid To Date | Unit Price | Amount Paid This Est. | Amount Paid To Date |
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0100/ROADWAY | ||||||||
0001 | CLEARING AND GRUBBING | 201(A) 0102 | LSUM | 1.000 | 1.000 | 1.000 | $20,000.00 | $0.00 | $20,000.00 | |
0002 | UNCLASSIFIED EXCAVATION | 202(A) 0183 | CY | 41,884.000 | 41,884.000 | 0.000 | 41,884.000 | $5.50 | $0.00 | $230,362.01 |
0003 | UNCLASSIFIED BORROW | 202(D) 0184 | CY | 28,413.000 | 28,413.000 | 0.000 | 28,413.000 | $7.00 | $0.00 | $198,891.00 |
0004 | TEMPORARY SILT FENCE | 221(C) 2801 | LF | 12,053.000 | 12,053.000 | 10,599.000 | $1.86 | $0.00 | $19,714.14 | |
0005 | TEMPORARY SEDIMENT FILTER | 221(D) 2803 | EA | 52.000 | 52.000 | 0.000 | $206.35 | $0.00 | $0.00 | |
0006 | TEMPORARY SILT DIKE | 221(F) 0100 | LF | 490.000 | 490.000 | 265.000 | $8.25 | $0.00 | $2,186.25 | |
0007 | TEMPORARY ROCK FILTER DAM TYPE 3 | 221(G) 0152 | CY | 68.000 | 68.000 | 0.000 | $154.76 | $0.00 | $0.00 | |
0008 | SOLID SLAB SODDING | 230(A) 2806 | SY | 75,900.000 | 75,900.000 | 70,600.920 | $1.34 | $0.00 | $94,605.23 | |
0009 | VEGETATIVE MULCHING | 233(A) 2817 | AC | 17.500 | 17.500 | 0.000 | $515.88 | $0.00 | $0.00 | |
0010 | LIME | 307(D) 4230 | TON | 2,438.000 | 2,298.000 | 733.550 | $165.00 | $0.00 | $121,035.75 | |
0011 | LIME MODIFIED SUBGRADE | 307(I) 4280 | SY | 84,630.000 | 68,495.000 | 70,181.410 | $3.00 | $0.00 | $210,544.23 | |
0012 | TRAFFIC BOUND SURFACE COURSE TYPE E | 402(E) 0225 | TON | 1,832.000 | 1,832.000 | 1,895.070 | $32.00 | $0.00 | $60,642.24 | |
0013 | TACK COAT | 407(B) 0250 | GAL | 7,490.000 | 7,490.000 | 7,625.000 | $1.03 | $0.00 | $7,853.75 | |
0014 | PRIME COAT | 408 5774 | GAL | 18,406.000 | 18,406.000 | 0.000 | $1.03 | $0.00 | $0.00 | |
0015 | SUPERPAVE, TYPE S3(PG 70-28 OK) | 411(B) 5940 | TON | 9,576.000 | 9,576.000 | 0.000 | 9,701.950 | $62.94 | $0.00 | $610,640.73 |
0016 | SUPERPAVE, TYPE S3(PG 64-22 OK) | 411(B) 5945 | TON | 27,185.000 | 27,185.000 | 0.000 | 26,241.530 | $52.62 | $0.00 | $1,380,829.31 |
0017 | SUPERPAVE, TYPE S4(PG 70-28 OK) | 411(C) 5955 | TON | 7,212.000 | 7,212.000 | 0.000 | 7,166.750 | $77.38 | $0.00 | $554,563.12 |
0018 | SUPERPAVE, TYPE S4(PG 64-22 OK) | 411(C) 5960 | TON | 4,330.000 | 4,330.000 | 0.000 | 5,022.940 | $58.81 | $0.00 | $295,399.10 |
0019 | DOWEL JOINTED P.C. CONCRETE PAVEMENT(PLACEMENT ) | 414(B) 5725 | SY | 17,618.000 | 17,618.000 | 18,155.620 | $17.00 | $0.00 | $308,645.54 | |
0020 | P.C. CONCRETE FOR PAVEMENT | 414(G) 5275 | CY | 3,916.000 | 3,916.000 | 4,054.760 | $95.00 | $0.00 | $385,202.20 | |
0021 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 0313 | CY | 570.000 | 570.000 | 570.000 | $8.00 | $0.00 | $4,560.00 | |
0022 | CLASS AA CONCRETE | 509(A) 0319 | CY | 1,483.000 | 1,483.000 | 1,481.920 | $275.00 | $0.00 | $407,528.00 | |
0023 | CLASS A CONCRETE | 509(B) 0321 | CY | 581.000 | 581.000 | 1,142.407 | $250.00 | $0.00 | $285,601.75 | |
0024 | CLASS A CONCRETE, SMALL STRUCTURES | 509(C) 0322 | CY | 44.000 | 44.000 | 40.000 | $500.00 | $0.00 | $20,000.00 | |
0025 | CLASS C CONCRETE | 509(D) 0325 | CY | 20.000 | 20.000 | 6.260 | $500.00 | $0.00 | $3,130.00 | |
0026 | REINFORCING STEEL | 511(A) 0332 | LB | 322,333.000 | 322,333.000 | 356,996.520 | $0.94 | $0.00 | $335,576.73 | |
0027 | TYPE I PLAIN RIPRAP | 601(A) 0297 | TON | 483.000 | 483.000 | 461.150 | $50.49 | $0.00 | $23,283.46 | |
0028 | CONCRETE CURB (8" BARRIER-INTEGRAL) | 609(A) 0380 | LF | 4,909.000 | 4,909.000 | 5,324.000 | $4.79 | $0.00 | $25,501.95 | |
0029 | 1'-8" COMB. CURB & GUTTER (8" BARRIER) | 609(B) 1514 | LF | 21,228.000 | 21,228.000 | 18,828.000 | $16.00 | $0.00 | $301,248.00 | |
0030 | 4" CONCRETE SIDEWALK | 610(A) 0602 | SY | 6,970.000 | 6,970.000 | 7,040.650 | $30.82 | $0.00 | $216,992.83 | |
0031 | 6" CONCRETE DRIVEWAY | 610(B) 0604 | SY | 4,123.000 | 4,123.000 | 4,599.650 | $48.70 | $0.00 | $224,002.96 | |
0032 | TACTILE WARNING DEVICE-NEW | 610(I) 4610 | SF | 640.000 | 640.000 | 160.000 | $21.67 | $0.00 | $3,467.20 | |
0033 | MANHOLE (4' DIAMETER) | 611(A) 2657 | EA | 9.000 | 9.000 | 9.000 | $1,444.78 | $0.00 | $13,003.02 | |
0034 | MANHOLE (6' DIAMETER) | 611(A) 2659 | EA | 1.000 | 1.000 | 1.000 | $1,714.53 | $0.00 | $1,714.53 | |
0035 | SPECIAL INLET DRAIN | 611(G) 4012 | EA | 9.000 | 9.000 | 9.000 | $1,579.02 | $0.00 | $14,211.18 | |
0036 | INLET CI DES. 2 (STD) | 611(G) 5112 | EA | 6.000 | 6.000 | 7.000 | $2,090.80 | $0.00 | $14,635.60 | |
0037 | INLET CI DES. 2 (B) | 611(G) 5113 | EA | 17.000 | 17.000 | 13.000 | $2,991.13 | $0.00 | $38,884.69 | |
0038 | INLET CI DES. 2 (D) | 611(G) 5115 | EA | 12.000 | 12.000 | 12.000 | $3,796.35 | $0.00 | $45,556.20 | |
0039 | INLET CI DES. 2 (2B) | 611(G) 5117 | EA | 8.000 | 8.000 | 12.000 | $3,805.36 | $0.00 | $45,664.32 | |
0040 | INLET CI DES. 2 (B-D) | 611(G) 5118 | EA | 1.000 | 1.000 | 1.000 | $4,647.68 | $0.00 | $4,647.68 | |
0041 | INLET CI DES. 2 (2D) | 611(G) 5119 | EA | 1.000 | 1.000 | 1.000 | $5,418.20 | $0.00 | $5,418.20 | |
0042 | INLET GPI TYPE 2 (DES. 11) | 611(G) 5337 | EA | 2.000 | 2.000 | 5.000 | $2,530.60 | $0.00 | $12,653.00 | |
0043 | ADD'L DEPTH IN INLET CI DES. 2 | 611(H) 5325 | VF | 86.000 | 86.000 | 89.480 | $253.27 | $0.00 | $22,662.59 | |
0044 | JUNCTION BOXES | 611(L) 0487 | CF | 736.000 | 736.000 | 738.740 | $27.09 | $0.00 | $20,012.47 | |
0045 | 18" R.C.PIPE CLASS III | 613(A) 0491 | LF | 3,372.000 | 4,067.000 | 4,220.000 | $31.12 | $0.00 | $131,326.40 | |
0046 | 24" R.C.PIPE CLASS III | 613(A) 0492 | LF | 2,914.000 | 2,914.000 | 2,992.000 | $36.11 | $0.00 | $108,041.12 | |
0047 | 30" R.C.PIPE CLASS III | 613(A) 0493 | LF | 656.000 | 656.000 | 0.000 | 643.000 | $45.61 | $0.00 | $29,327.23 |
0048 | 36" R.C.PIPE CLASS III | 613(A) 0494 | LF | 784.000 | 784.000 | 750.000 | $58.57 | $0.00 | $43,927.50 | |
0049 | 42" R.C.PIPE CLASS III | 613(A) 0495 | LF | 20.000 | 20.000 | 24.000 | $74.06 | $0.00 | $1,777.44 | |
0050 | 28 1/2" X 18" R.C.PIPE ARCH CLASS A-III | 613(A) 4410 | LF | 432.000 | 432.000 | 432.000 | $66.36 | $0.00 | $28,667.52 | |
0051 | 22" X 13" R.C.PIPE ARCH CLASS A-III | 613(A) 4495 | LF | 46.000 | 46.000 | 46.000 | $55.29 | $0.00 | $2,543.34 | |
0052 | 36" X 22" R.C.PIPE ARCH CLASS A-III | 613(A) 4497 | LF | 384.000 | 384.000 | 384.000 | $61.64 | $0.00 | $23,669.76 | |
0053 | 51" X 31" R.C.PIPE ARCH CLASS A-III | 613(A) 4499 | LF | 92.000 | 92.000 | 116.000 | $104.61 | $0.00 | $12,134.76 | |
0054 | 43" X 68" R.C.PIPE ELLIPTICAL CLASS HE-III | 613(A) 4509 | LF | 248.000 | 248.000 | 250.000 | $123.57 | $0.00 | $30,892.50 | |
0055 | 24" CORR. GALV. STEEL PIPE | 613(B) 0690 | LF | 906.000 | 906.000 | 946.000 | $27.01 | $0.00 | $25,551.46 | |
0056 | 8" PERFORATED PIPE UNDERDRAIN ROUND | 613(H) 0500 | LF | 1,000.000 | 1,000.000 | 0.000 | $7.97 | $0.00 | $0.00 | |
0057 | 8" NON-PERF.PIPE UNDERDRAIN RND. | 613(I) 1097 | LF | 100.000 | 100.000 | 0.000 | $17.16 | $0.00 | $0.00 | |
0058 | 28 1/2" X 18" PREFAB. CULVERT END SECTION, ARCH | 613(L) 4584 | EA | 1.000 | 1.000 | 1.000 | $867.79 | $0.00 | $867.79 | |
0059 | 18" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5726 | EA | 7.000 | 7.000 | 8.000 | $581.72 | $0.00 | $4,653.76 | |
0060 | 30" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5732 | EA | 2.000 | 2.000 | 2.000 | $787.55 | $0.00 | $1,575.10 | |
0061 | 36" PREFAB. CULVERT END SECTION, ROUND | 613(L) 5734 | EA | 2.000 | 2.000 | 1.000 | $998.89 | $0.00 | $998.89 | |
0062 | TYPE BB6 CULVERT END TREATMENT | 613(M) 7202 | EA | 2.000 | 2.000 | 2.000 | $1,776.07 | $0.00 | $3,552.14 | |
0063 | SPECIAL END SECTION OF 43" X 68" RCP ELLIPTICAL | 613(O) 5101 | EA | 1.000 | 1.000 | 1.000 | $2,407.44 | $0.00 | $2,407.44 | |
0064 | STANDARD BEDDING MATERIAL, CLASS B | 613(S) 1186 | CY | 685.000 | 685.000 | 0.000 | 705.750 | $51.53 | $0.00 | $36,367.30 |
0065 | STANDARD BEDDING MATERIAL, CLASS C | 613(T) 1187 | CY | 2,571.000 | 2,571.000 | 3,283.660 | $18.75 | $0.00 | $61,568.64 | |
0066 | TRENCH EXCAVATION | 613(V) 1180 | CY | 6,217.000 | 6,217.000 | 7,300.930 | $6.25 | $0.00 | $45,630.84 | |
0067 | REMOVAL OF STRUCTURES & OBSTRUCTIONS | 619(A) 0920 | LSUM | 1.000 | 1.000 | 1.000 | $55,000.00 | $0.00 | $55,000.00 | |
0068 | REMOVAL OF FENCE | 619(B) 4725 | LF | 3,692.000 | 3,692.000 | 3,692.000 | $1.71 | $0.00 | $6,313.32 | |
0069 | REMOVAL OF ASPHALT PAVEMENT | 619(B) 4728 | SY | 59,939.000 | 59,939.000 | 58,132.220 | $0.52 | $0.00 | $30,228.77 | |
0070 | REMOVAL OF CONCRETE DRIVEWAY | 619(B) 4766 | SY | 2,394.000 | 2,394.000 | 2,608.250 | $5.70 | $0.00 | $14,867.03 | |
0071 | REMOVAL OF ASPHALT DRIVEWAY | 619(B) 4767 | SY | 4,190.000 | 4,190.000 | 4,489.440 | $0.52 | $0.00 | $2,334.50 | |
0072 | SAWING PAVEMENT | 619(C) 0924 | LF | 13,963.000 | 13,963.000 | 1,796.990 | $4.92 | $0.00 | $8,841.20 | |
0073 | PIPE RAILING | 622(A) 4746 | LF | 580.000 | 580.000 | 610.240 | $89.61 | $0.00 | $54,683.61 | |
0074 | MAILBOX INSTALLATION-SINGLE | 629(A) 4958 | EA | 13.000 | 13.000 | 10.000 | $103.18 | $0.00 | $1,031.80 | |
0075 | MAILBOX INSTALLATION-MULTIPLE | 629(B) 4959 | EA | 1.000 | 1.000 | 1.000 | $154.76 | $0.00 | $154.76 | |
0076 | REMOVE AND RESET MAILBOX | 629(E) 5048 | EA | 1.000 | 1.000 | 0.000 | 19.000 | $51.59 | $0.00 | $980.21 |
8010 | FIRE HYDRANT RESET | 612(G) 0650 | EA | 0.000 | 2.000 | 2.000 | $2,975.00 | $0.00 | $5,950.00 | |
8040 | CEMENT KILN DUST | 307(B) 4210 | TON | 0.000 | 750.000 | 635.950 | $62.29 | $0.00 | $39,613.33 | |
8041 | CEMENTITIOUS MODIFIED SUBGRADE | 307(F) 4250 | SY | 0.000 | 16,135.000 | 14,427.200 | $3.00 | $0.00 | $43,281.60 | |
8042 | MANHOLES ADJUST TO GRADE | 612(A) 0641 | EA | 0.000 | 4.000 | 4.000 | $704.00 | $0.00 | $2,816.00 | |
8043 | 12" CORR. GALV. STEEL PIPE | 613(B) 0688 | LF | 0.000 | 45.000 | 45.000 | $65.96 | $0.00 | $2,968.20 | |
8044 | REMOVAL OF EXISTING PIPE | 619(B) 5918 | LF | 0.000 | 34.000 | 34.000 | $40.28 | $0.00 | $1,369.52 | |
8045 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $6,981.98 | $0.00 | $6,981.98 | |
8046 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,477.39 | $0.00 | $2,477.39 | |
8050 | 24" PREFAB. CULVERT END SEC., ROUND | 613(L) 5730 | EA | 0.000 | 2.000 | 2.000 | $742.75 | $0.00 | $1,485.50 | |
Subtotals For Category 0100/ROADWAY | $0.00 | $7,467,930.61 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0200/BRIDGE 'A' | ||||||||
0077 | UNCLASSIFIED EXCAVATION | 202(A) 1301 | CY | 2,645.000 | 2,645.000 | 2,645.000 | $5.00 | $0.00 | $13,225.00 | |
0078 | STRUCTURAL EXCAVATION UNCLASSIFIED | 501(A) 1306 | CY | 697.000 | 697.000 | 697.030 | $7.00 | $0.00 | $4,879.21 | |
0079 | CLASS AA CONCRETE | 509(A) 1326 | CY | 1,450.000 | 1,450.000 | 1,450.120 | $200.00 | $0.00 | $290,024.00 | |
0080 | REINFORCING STEEL | 511(A) 1332 | LB | 268,460.000 | 268,460.000 | 278,640.000 | $0.80 | $0.00 | $222,911.99 | |
0081 | PIPE RAILING | 622(A) 4746 | LF | 187.000 | 187.000 | 188.000 | $109.25 | $0.00 | $20,539.00 | |
Subtotals For Category 0200/BRIDGE 'A' | $0.00 | $551,579.20 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0300/TRAFFIC SIGNAL | ||||||||
0082 | SOLID SLAB SODDING | 230(A) 2806 | SY | 600.000 | 600.000 | 0.000 | $1.34 | $0.00 | $0.00 | |
0083 | 1" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8334 | LF | 1,005.000 | 1,005.000 | 1,005.000 | $2.99 | $0.00 | $3,004.95 | |
0084 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8336 | LF | 130.000 | 130.000 | 130.000 | $12.38 | $0.00 | $1,609.40 | |
0085 | 1 1/2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8338 | LF | 3,570.000 | 3,570.000 | 3,590.000 | $3.10 | $0.00 | $11,129.00 | |
0086 | 2" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8342 | LF | 730.000 | 730.000 | 730.000 | $4.13 | $0.00 | $3,014.90 | |
0087 | 3" PVC SCH.40 PLASTIC CONDUIT BORED | 802(B) 8344 | LF | 900.000 | 900.000 | 900.000 | $15.48 | $0.00 | $13,932.00 | |
0088 | 3" PVC SCH.40 PLASTIC CONDUIT TRENCHED | 802(B) 8346 | LF | 210.000 | 210.000 | 210.000 | $5.16 | $0.00 | $1,083.60 | |
0089 | PULL BOX(SIZE I) | 803(A) 8065 | EA | 39.000 | 39.000 | 39.000 | $288.89 | $0.00 | $11,266.71 | |
0090 | PULL BOX(SIZE II) | 803(A) 8066 | EA | 3.000 | 3.000 | 3.000 | $340.48 | $0.00 | $1,021.44 | |
0091 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 34.800 | 34.800 | 34.800 | $428.18 | $0.00 | $14,900.67 | |
0092 | REINFORCING STEEL | 804(B) 2916 | LB | 5,093.900 | 5,093.900 | 5,093.900 | $1.24 | $0.00 | $6,316.44 | |
0093 | 32'MH POLE 35'TS & 10'LMA(G.STL.) | 806(A) 8311 | EA | 2.000 | 2.000 | 2.000 | $5,674.70 | $0.00 | $11,349.40 | |
0094 | 32'MH POLE,30'TS & 10'LMA(G.STL.) | 806(A) 8350 | EA | 1.000 | 1.000 | 1.000 | $5,041.19 | $0.00 | $5,041.19 | |
0095 | 32'MH POLE 25',TS & 10'LMA(G.STL.) | 806(A) 8351 | EA | 1.000 | 1.000 | 1.000 | $4,866.82 | $0.00 | $4,866.82 | |
0096 | POLE & 25' TS MST.ARM(G.STL.) | 806(A) 8726 | EA | 2.000 | 2.000 | 2.000 | $4,039.35 | $0.00 | $8,078.70 | |
0097 | POLE & 35' TS MST.ARM(G.STL.) | 806(A) 8730 | EA | 4.000 | 4.000 | 4.000 | $5,238.26 | $0.00 | $20,953.04 | |
0098 | POLE & 40' TS MST.ARM(G.STL.) | 806(A) 8732 | EA | 2.000 | 2.000 | 2.000 | $5,906.84 | $0.00 | $11,813.68 | |
0099 | 10' MTG.HT.TS PED.POLE(G.STL.) | 806(B) 8894 | EA | 9.000 | 9.000 | 9.000 | $402.39 | $0.00 | $3,621.51 | |
0100 | ROADWAY LUMINAIRE | 809(A) 8090 | EA | 4.000 | 4.000 | 3.000 | $355.96 | $0.00 | $1,067.88 | |
0101 | 1/C NO.6 ELECTRICAL CONDUCTOR | 811 8040 | LF | 600.000 | 600.000 | 600.000 | $1.03 | $0.00 | $618.00 | |
0102 | 1/C NO.10 ELECTRICAL CONDUCTOR | 811 8044 | LF | 1,750.000 | 1,750.000 | 1,750.000 | $0.83 | $0.00 | $1,452.50 | |
0103 | TRAFFIC SIGNAL CONTROLLER ASSEMBLY | 825 8550 | EA | 3.000 | 3.000 | 3.000 | $31,984.63 | $0.00 | $95,953.89 | |
0104 | VEHICLE LOOP DETECTOR | 828(A) 8142 | EA | 22.000 | 22.000 | 22.000 | $118.65 | $0.00 | $2,610.30 | |
0105 | LOOP DETECTOR WIRE | 828(B) 8136 | LF | 11,710.000 | 11,710.000 | 13,774.000 | $3.30 | $0.00 | $45,454.20 | |
0106 | PEDESTRIAN PUSH BUTTON | 830 8000 | EA | 18.000 | 18.000 | 20.000 | $560.25 | $0.00 | $11,205.00 | |
0107 | 1WAY 3SEC. ADJ. SIG. HD. S-6 | 831 8231 | EA | 22.000 | 22.000 | 22.000 | $495.25 | $0.00 | $10,895.50 | |
0108 | 1WAY 3SEC. ADJ. SIG. HD. S-9 | 831 8252 | EA | 10.000 | 10.000 | 10.000 | $490.09 | $0.00 | $4,900.90 | |
0109 | 1WAY 5SEC. ADJ. SIG. HD. S-19 | 831 8286 | EA | 2.000 | 2.000 | 2.000 | $699.54 | $0.00 | $1,399.08 | |
0110 | 1WAY 2SEC. ADJ. PED. SIG. HD. S-20 | 831 8295 | EA | 18.000 | 18.000 | 20.000 | $392.07 | $0.00 | $7,841.40 | |
0111 | BACKPLATE | 833 3030 | EA | 34.000 | 34.000 | 34.000 | $71.19 | $0.00 | $2,420.46 | |
0112 | 5/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8207 | LF | 8,100.000 | 8,100.000 | 8,100.000 | $1.03 | $0.00 | $8,343.00 | |
0113 | 7/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8208 | LF | 100.000 | 100.000 | 100.000 | $1.28 | $0.00 | $128.00 | |
0114 | 21/C TRAFFIC SIGNAL ELECTRICAL CABLE | 834(A) 8213 | LF | 2,605.000 | 2,605.000 | 2,605.000 | $3.07 | $0.00 | $7,997.35 | |
0115 | 2/C SHIELDED LOOP DETECTOR LEAD-IN CABLE | 834(B) 8220 | LF | 7,185.000 | 7,185.000 | 7,185.000 | $0.80 | $0.00 | $5,748.00 | |
0116 | E.P.S. OPTICAL EMITTER | 840(A) 8592 | EA | 5.000 | 5.000 | 5.000 | 5.000 | $619.06 | $3,095.30 | $3,095.30 |
0117 | E.P.S. OPTICAL DETECTOR | 840(B) 8593 | EA | 10.000 | 10.000 | 10.000 | $397.23 | $0.00 | $3,972.30 | |
0118 | E.P.S. OPTICAL DETECTOR CABLE | 840(C) 8594 | LF | 2,805.000 | 2,805.000 | 2,805.000 | $1.03 | $0.00 | $2,889.15 | |
0119 | E.P.S. 2 CHANNEL PHASE SELECTOR | 840(D) 8595 | EA | 5.000 | 5.000 | 5.000 | $1,129.78 | $0.00 | $5,648.90 | |
0120 | MAST ARM MOUNTED SIGNS(ALUMINUM) | 850(C) 8118 | SF | 219.000 | 219.000 | 219.000 | $30.44 | $0.00 | $6,666.36 | |
8047 | PORT.CHANGEABLE MESSAGE SIGN | 882(A) 8306 | SD | 0.000 | 40.000 | 196.000 | $82.50 | $0.00 | $16,170.00 | |
Subtotals For Category 0300/TRAFFIC SIGNAL | $3,095.30 | $379,480.92 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0301/TRAFFIC SIGNING AND STRIPING | ||||||||
0121 | STRUCTURAL CONCRETE | 804(A) 2915 | CY | 1.560 | 1.560 | 1.560 | $283.74 | $0.00 | $442.63 | |
0122 | REINFORCING STEEL | 804(B) 2916 | LB | 72.000 | 72.000 | 72.000 | $2.06 | $0.00 | $148.32 | |
0123 | (PL)REMOVAL OF EXISTING SIGNS | 805(A) 8724 | EA | 21.000 | 21.000 | 0.000 | $46.43 | $0.00 | $0.00 | |
0124 | (PL)REMOVE & RESET EXISTING SIGNS | 805(D) 8756 | EA | 3.000 | 3.000 | 0.000 | $154.76 | $0.00 | $0.00 | |
0125 | SHEET ALUMINUM SIGNS | 850(A) 8110 | SF | 108.440 | 108.440 | 89.260 | $13.93 | $0.00 | $1,243.39 | |
0126 | 2"@3.65 GALV.STEEL PIPE POST | 851(B) 3216 | LF | 188.000 | 188.000 | 153.500 | $12.38 | $0.00 | $1,900.33 | |
0127 | 2 1/2"@5.79 GALV.STEEL PIPE POST | 851(B) 3217 | LF | 39.000 | 39.000 | 24.000 | $18.57 | $0.00 | $445.68 | |
0128 | TRAFFIC STRIPE(PLASTIC)(4" WIDE) | 855(A) 8812 | LF | 42,700.000 | 42,700.000 | 41,784.000 | $0.43 | $0.00 | $17,967.12 | |
0129 | TRAFFIC STRIPE(PLASTIC)(8" WIDE) | 855(A) 8814 | LF | 1,432.000 | 1,432.000 | 818.000 | $0.72 | $0.00 | $588.96 | |
0130 | TRAFFIC STRIPE(PLASTIC)(24" WIDE) | 855(A) 8825 | LF | 455.000 | 455.000 | 1,442.000 | $2.58 | $0.00 | $3,720.36 | |
0131 | TRAFFIC STRIPE(PLASTIC)(ARROWS) | 855(B) 8818 | EA | 26.000 | 26.000 | 23.000 | $72.22 | $0.00 | $1,661.06 | |
0132 | TRAFFIC STRIPE(PLASTIC)(WORDS) | 855(B) 8821 | EA | 10.000 | 10.000 | 11.000 | $139.29 | $0.00 | $1,532.19 | |
Subtotals For Category 0301/TRAFFIC SIGNING AND STRIPING | $0.00 | $29,650.04 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0302/TRAFFIC CONTROL | ||||||||
0133 | CONSTRUCTION TRAFFIC STRIPE(PAINT)(4" WIDE) | 857(A) 8839 | LF | 1,074.000 | 1,074.000 | 0.000 | 46,102.000 | $0.26 | $0.00 | $11,986.52 |
0134 | (PL)CONSTRUCTION ZONE PAVEMENT MARKERS(FLEX TAB)TYPE 2-2 | 857(E) 8890 | EA | 12,060.000 | 12,060.000 | 1,818.000 | $0.42 | $0.00 | $763.56 | |
0135 | PAVEMENT MARKING REMOVAL(TRAFFIC STRIPE) | 857(F) 8006 | LF | 1,000.000 | 1,000.000 | 0.000 | 13,081.000 | $0.52 | $0.00 | $6,802.12 |
0136 | PORTABLE LONGITUDINAL BARRIER | 877(A) 8483 | LF | 300.000 | 300.000 | 1,350.000 | $9.26 | $0.00 | $12,501.00 | |
0137 | CONSTRUCTION SIGNS 0 TO 6.25 SF | 880(B) 8818 | SD | 21,565.000 | 21,565.000 | 5,587.000 | $0.04 | $0.00 | $223.48 | |
0138 | CONSTRUCTION SIGNS 6.26 SF TO 15.99 SF | 880(B) 8821 | SD | 10,240.000 | 10,240.000 | 13,565.000 | $1.29 | $0.00 | $17,498.85 | |
0139 | CONSTRUCTION SIGNS 16.0 SF TO 32.99 SF | 880(B) 8824 | SD | 17,025.000 | 17,025.000 | 10,118.000 | $0.10 | $0.00 | $1,011.80 | |
0140 | CONSTRUCTION BARRICADES(TYPE III) | 880(C) 8842 | SD | 10,605.000 | 10,605.000 | 10,958.000 | $0.77 | $0.00 | $8,437.66 | |
0141 | WARNING LIGHTS(TYPE A) | 880(E) 8860 | SD | 21,210.000 | 21,210.000 | 29,595.000 | $0.26 | $0.00 | $7,694.70 | |
0142 | WARNING LIGHTS(TYPE C) | 880(E) 8872 | SD | 82,135.000 | 82,135.000 | 51,728.000 | $0.03 | $0.00 | $1,551.84 | |
0143 | DRUMS | 880(F) 8878 | SD | 82,135.000 | 82,135.000 | 52,554.000 | $0.03 | $0.00 | $1,576.62 | |
0144 | CHANNELIZER CONES | 880(G) 8890 | SD | 3,675.000 | 3,675.000 | 0.000 | 74,527.000 | $0.15 | $0.00 | $11,179.05 |
Subtotals For Category 0302/TRAFFIC CONTROL | $0.00 | $81,227.20 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0600/STAKING | ||||||||
0145 | CONSTRUCTION STAKING LEVEL II | 642(B) 0096 | LSUM | 1.000 | 1.000 | 1.000 | $46,945.18 | $0.00 | $46,945.20 | |
Subtotals For Category 0600/STAKING | $0.00 | $46,945.20 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0640/CONSTRUCTION | ||||||||
0146 | SWPPP DOCUMENTATION AND MANAGEMENT | 220 2800 | LSUM | 1.000 | 1.000 | 0.900 | $5,255.41 | $0.00 | $4,729.86 | |
0147 | FIELD OFFICE | 640(A) 1426 | EA | 1.000 | 1.000 | 1.000 | $14,070.05 | $0.00 | $14,070.05 | |
0148 | MOBILIZATION | 641 1552 | LSUM | 1.000 | 1.000 | 1.000 | $240,000.00 | $0.00 | $240,000.00 | |
Subtotals For Category 0640/CONSTRUCTION | $0.00 | $258,799.91 | ||||||||
Fed/State Project Number: STP-114B(222)AG | Project: 25648(04) | Category: 0900/NONPARTICIPATING | ||||||||
0149 | FENCE-STYLE WWF | 624(A) 4281 | LF | 192.000 | 192.000 | 187.000 | $7.22 | $0.00 | $1,350.14 | |
0150 | FENCE-STYLE SWF (5 BARBED WIRE) | 624(C) 4459 | LF | 1,698.000 | 1,698.000 | 0.000 | 290.000 | $4.13 | $0.00 | $1,197.70 |
0151 | FENCE-STYLE CLF (5'HIGH, CLASS A) | 624(E) 4290 | LF | 935.000 | 935.000 | 0.000 | 916.500 | $15.48 | $0.00 | $14,187.42 |
0152 | GATES-STYLE CLF (5'HIGH X 8'LONG) | 624(F) 5890 | EA | 2.000 | 2.000 | 2.000 | $825.41 | $0.00 | $1,650.82 | |
0153 | GATES-STYLE CLF (5'HIGH X 14'LONG) | 624(F) 5896 | EA | 2.000 | 2.000 | 2.000 | $1,238.12 | $0.00 | $2,476.24 | |
8020 | 12" WATER LINE LOWERED | 612(M) 4817 | LF | 0.000 | 242.000 | 242.000 | $117.05 | $0.00 | $28,326.10 | |
8030 | REMOVAL OF FENCE | 619(B) 4725 | LF | 0.000 | 340.000 | 340.000 | $49.84 | $0.00 | $16,945.60 | |
8048 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $2,027.57 | $0.00 | $2,027.57 | |
8049 | CONSTRUCTION MISCELLANEOUS | 104 0700 | LSUM | 0.000 | 1.000 | 1.000 | $4,873.41 | $0.00 | $4,873.41 | |
Subtotals For Category 0900/NONPARTICIPATING | $0.00 | $73,035.00 | ||||||||
Subtotals For Project STP-114B(222)AG /25648(04) | $3,095.30 | $8,888,648.08 |